HomeMy WebLinkAboutNOASCANNED
MIAMIDWA2DE St. Lucie county
WM I -
DEPARTMENT OFREGULATORY AND ECON01VUC RESOURCES WR)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, Fl, 34275
MLAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Stret;4 Room 208
T (786) 315-2590 F (786) 315-2599
�w.miamidade.zovJeconom3:
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. 'Me documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this prod A or mapc�Qal fails to meet the requirements of the applicable building code.
mc
This product is approve esc�bed herein, and has been designed to comply with the Florida Building
Code, including the y urricane Zone.
DESCRIPTION: Sez4s "PGT" oipped Extruded Aluminum Tube Mullion — L.MJ.
APPROVAL DO NT: wing No. 6300M titled "Impact —Resistant Aluminum Tube Mullions",
with revision C
sheets 1 through 25 5. prepared by manufacturer, dated 08/29111,
dated 06119117, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELESTG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be. considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any produc� for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT. The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAft 16-0218.03 and consists of this page 1 and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0630.01
MIAHfflff COUNTY# Expiration Date: May 26,2021
Maio
- /17 Approval Date: November 09,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
through 25 of 25, dated 08/29/11, with revision C dated 06119/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P-E.
B. TESTS
1. Test reports on; 1) Air Infiltration Test per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERT]YICATIONS
1. None.
E-1
Jorge m. plasencia, P.h.
Produ/ct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6" Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial intcrcst� dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M�.Plasencia, P.E.
L �u
P duct Control Unit Supervisor
NOA No. 17-0630.01
ExpirationDate: May26,2021
Approval Date: November 09, 2017
E-2
SUITABLE OR ALL LOCATIONS �SEMQAU�RING
NON -IMPACT OR LARGE ANI L
MISSILEIMPACT-RESISTANTPRODUCTS
MULLIONS H'
SSEDETAL" III
ATHAU
SlIEET324
L`O�MIZUL
ULN.TH
WILL
U�H
SP L
S'
.P. rl LE
HT /
L Li
SINGLEMULLION S
,/SaS ETNUS
�.G.H;
SHEM
USINGTH
FA
CODESISTANDAREQUISM:
11DWI I N
J'L."��='
E�l N
P.
72 ED
:214FLOP'll) 8'
1 F11, U ORUCA
P"
1 4 'LORDABI
A U F NC�
NsUAF&PA NDS�2015 FOR WOOD MNSTRUCTION
F
, I " , 1 -2016
.ALUKNUM DESIGN MANUAL, ADIA
. ", SIB",
.AISI 510()12
.MS.
-AISC3�10 T1
GENERALMOTES,
1) DETAILS SHOWN ARE FOR THE MU-1-ON ONLY. ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWNL EACH SITUATION IS UNQUEANO SHOULD BE
METHOD. OPTIONAL IXOR MWOOD BUCKS IF USED.
G��HALNOTES__-___
E,ALUATES By AN EXPERIENCED INSTALUR FOR WE BEST INSTALLATION
TRANSFER LOADS AND ARE TO HE DESIGNED BY OTHERS.
INSTRUCTIONS --- I
ELVATIONS
MUST BE ANCHORED PROPERLY TO
PERFORMANCE OF THE MULLED UNITS. MULLIONS
JUULTOV�0 2
MULL V IX & NASD.Rf-
WE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO WE STBUCTuRA.
21W ATTACHED TO WE MUL_ICN CLIPS. BUT SHALL
-PBEE-FILOATING' AND DO NOT NEED TO BE DIRECTLY
,,AUIAB� NOTES__ _ _ 2
,,X, BEEN TESTED AS
NOT HAVE A GAP OF MORE THAN 114, MOM WE CUP.
MULLTOMASONRY . . .......
muum GROS. BRIM—— 3
3) WE ANCHORAGE METHODS SHOWN HLINE BEEN DESIGNED TO RESIST THE WINIXOADS CORRESPONDING TOTHEREQUIRED
LiEB. THE 113 STRESS INCREASE WAS NOT USED
mmm� - ... S
ALTERNATATE CLIPS -------
LIMCN,_ 4
T
z
A—i
DEEIGN PRESSURE. MILLIONS ARE CA LCUI-ATED TO No MORE THAN
WAS USED FOR THE EVALLUAFION OF WOOD SCREWS
AYMUUNSTA
Immumspem., . ..... 5
0
INTHBAN CHOR EvALUATION. THE 1.6 LOAD DURATION FACTOR
lx2x
X2X.T6IAULLSPR0S--
11 PROPER SEALING OF ENTIRE ASSEMBLY IS WE RESPONSIBILITY OF OTHERS AND IS BEYOND WE S MPEOFTHESE
X 175 X U78 E
x ,,I x As
INSTRUCTIONS.
PRODUCTS TO DETERM NE PRESSURES AND
I x 3.14 x
IX4X.126M
z
C,
u
5) USE THE COME NED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION
lX4X.375TU
lX4X.US`T
n
SPANS U�IONT�L�,A�WA�ROUNIWTOTHeN�Sl�SHOWNCN�ET�LE(S).
..GHT 6) WHEN FINDING YOUR SIM IN WE M
P.� �SSITIG OR STUCCO WOOD SUCKS BY OTHERS. MUST
C,=NT& 11 ANCHOR EMO-MENT YTO EASE MATERIAL SHALL BE BEYOND WALL DRI
MULL
SEEDUALIE, DANON'REOPROPHRL TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SKA&L BE COATED OR CORROSION RESISTANT
SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SNALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS! FT1,64,13; E-CO ULTRAWNIAGGRGGATOR HONG
9� MULLIONS AND LjpS HA� BEEN DESIGNED & TESTED TO COMPLY WITH WE ,,UREMENTS OF WE FLORIDA BUILDING
U11LIONSAREONLYTOBELISEDWITH
,I)MULLIONSARENCOMPLIANCEFORUSENTHEHVHZ 5 lEll, 11 I'!-fi
I,) QUANTITY OF UNITS WITHINAMUL.TIPLE MUU_EJDASSEMBLY IS UNUMTTEDPROVDEDTHATTHESPAN AND OPENING
WIDW,,1G,T OF EACH INDIMIDUAL MULLION CONFUESWITH THE REQUIREMENTS OFmS Nak PRODUCT REVISED
', �IIP
asicoi-PT.Invith ee IF 0
17-OMO.01
INSTRUCTIONS' FOR THE OPENING USING THE ASCE-7 STANUARD. lbtpl�U.. D.I. 051261
1) DETERMINETHE DESIGN PRESSURE REQUIRGMENT (LBSIFTI) I-
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF WE FENESTRATION PRODUCTS FRANS DEPTH. S.4 AP.=.t
L
1) REFERTO SHEET 25 TO DETEMINE IF WE Wi�L�NGISO��MGU�OR-TRIMGU�Ml�-
MULLION ,�ACIVjggM FROM TASLES IATHROUGH 1,, ON SHEM 5 THROUGH 20 RESPECT�Y, USING
HEN MULLION'S MULLION CAPACI G P MS SPANNING ,,,TCALLY OR HCRN�ONTAUY). THE
PE. LENGTH AND 0;1 WIDTH OR, HEIGHT (DISPENDINHIN nRE MU=_-UIREMENR`BLES�j FOR THE OPENING CSTANE) IN
ffy LSSFM OBTAINED SHAUL MEET OR �CEED THE DOE
NuU. STEP 1).
TH I THE VAUJE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED �LSD. THIS VALUE
6) FROM THE SAME TABLE USED IN STEP 4) MOM FIN[
REPRESENTS THE WINDLOAD TRANSFERRED TO WE SUBSTRATE BY THE ANCHORS AND MUST BE Wu —TO ATTAIN THE FULL MULLION CAPACITY.
" roLull�
WeSTRATE CONDMON (MULTIPLE Ly NfV
1) FROM THE AANCHOR CAPAC�rrYj LS E REQUIRED ANCHOR VC
L__�JTASLE ON THE SAME SHEETAND USING YOUR ACTUAL
ANCHORSUBSTRATVANCHOR-CLlP PATTERNMAYAPPLY) SEECTAN ANCHOR C,IppATTBRNANO`lERlFYWATW
L No. 587W
XL CAPACITY IS MET.
IAUUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR WE SAME HJN�� �l
iTRATION PRODUCT TO BE USED Mo CMpmg WITH WE FINAL MULLION
1) VERJPY WE DESIGN PRESSURE RATING (MWT2) FOR WE FENE� FOR THE ENTIRE MUIJUED FENESTRATION
CApACIlY,LEgffjr OBTAINED FOR THE MULLION SYSTEM WELOWEROFTHETWOSHALLAPPLY
PRODUCTASSEMBLY. A.
9) HIGHLIGHT OPTION USED AND TABLE �%LUES USED IN A SPECIFICAPPLICAnON WH� USING THIS NOATO APPLY FORA PERMIT. FL,
DETAILA-
MULLION fo —2XWOOD 13UCK
ORWOCDFRAMING
(OFFSET CLIP SHOWN)
4
>
EXTERIOR
DETAIL B LON
MLLUONF—AffAI TO Ix .C-T.' IE.
NOOD BUOKAN;21 � Z -E-T ESED, TABXS 15�1 E
DO < r�Z
L W��JM
(STANDARD G WN)
mmiON
SEE�EEM
2140M...
UO�HCNS
EWE
QDHNN=
MRE�
A� MUUU0W
.4
OR
EXTERI
ED.
4 MR
�CNRY
�KMNE
FRONTVIEW
SIDE VI
FRONT VIEW
,,ETA�TAAN NOTES
1) ANCHOR EMBEDMENT TO ,,, �TERM SHAUL BE BEYOND WALL DRESSING OR STUCCO.
2) OUANTXF ANCHORS AND MMION SIZE SHOWN ABO\(S ARE FOR PICTORIAL REPRESENTATION
ONLY BE BE THE ANCHOR C,,AOTy IS BASED PARTLY ON THEANCHORTOANCIIOR DwANCIE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWINO SHEETS. FOR DETAILS A-D, OTHER THE STANDARD OR OFFSET CUP MAY BE USW-
3) ANCHOR HISAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEA).
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET S.
,) FOR �ONW APPLICATIONS IN MIA�HDADE COUNTY. USE ONLY MAN�DADE COUNTY APPROVED
,_C0 ULTR�CONI OR aW Ile IE.E, AGGREQATCR MASONRY ANCHORS,
UN �J
CONCRBI.D�6,�,
EDOE WETANCE
FORNMONRY
..No.
SIDEVIEW
PRODUCT REVISED
08 th th. F1.0d.
NPE 51P 1&1-7, -1 - 0 63 0. 01
Explration Paw 0512612021
A.
N. 1870
DETAIL C:
MULLION DIRECTLYATTACHED TO
MASONRY STRUCTURE
(STANDARD CUP SHOWN)
WSW mEZ �C
.1 EMU-
cUpIyAy.s
l�T�EDBY
�m.
L::;>
EXTERIOR
4:
Ell,
I
MID
MIN27MCONCRO5011C. ml.oN.Pm.cm
FRONT IAEW SIDE VIEW
INSTALLATION NOTES,
1) ANCHOR EMBEDMENTTO BASE MATERIAL S�L BE BEVONDWALL DRESSING OR STUCCO,
2) QUMTTY OF ANCHORS AND MULLION EVE SHOWN MovEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY is BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE� THE
CORRECT QUMTjTYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETMUSS ON THE
FOLLOWING SHEETS. FOR DETAILS A-D. EITHERTHE STANDARD OR OFFSETCUP My BE USED
3) ANCHOR HEAD TYPE MAY BE FMHEAD, HEKHEAD OR F�THIFAD.
1) WOOD BUCM ME ORTIOA, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN NMI DADE COUNTY, USE ONLY MMI-DADE COUNTY APPRQ�D
ELOO ULTRACON OR EUCO I, B.S. AGGREGATOR MASONRY ANCHORS.
I.E E
.�r
Fl=
Wj�,BUT�Y
-EvwK�
�SiNiANETVPE%
FROYNTVIEW
L�2
EXTERIOR
. DETAJLE:
MULLION TO MULLION
INTERSECTION
(U-CLIP)
TOP VIEW
FRONT VIEW
NOTES,
1) MAY BE INSTALLED IN 'TEW OR'CRCGS'
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTAU-Y
(SHOWN)OR�FTICALLY.
3) SEE U-CUP DRAWINGS. SHEETS 21-23
FOR CORRESPONDING MULLION.
L:�;> �� --`�
EXTERIOR
H�U�A�S
SIDE VIEW
DETAIL D:
MULLION ATTACHEUlu
STEELSTUD
(STANDARD CLIP SH
NOTES:
1) FOR � WOOD -BACKED STEELSTUDS. WOOD
ANCHORVALUESMAYBEUSED.
2) SEE CORRESPONDING MULLION TABLI�S.
SHSETE �20, FOR QUANTITY OF SCREW&
SIDE MEW
6
PRODUCT REVISED
... 11 i-'-Ith Oe Flodd.
BuUdInq od.
NOA-N.. 17-0630.01
N.. M705 S
-0 "T"
DETAIL
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SMDMVIA�
�.2. 3M. .�
Tovm..:=
SIDEVI
SKQ�IWII V X 4'X.12W`
.L"
t:2
.EXTERIOR
STMDMD MP TOBE
�m
0
NOTES FOR IN TWATION OPTIONS R
1) DETAIL IS NOT APPLICABLE FCRTI-IE SAYOR 1.2TX2.11- X.12F MUUJON.
21 SEETABLES 1B-139 FOR MCHOR QU�ITIES AND SHSM 21�23 FORHME LOCAnONS,
3) THE2XS CLIP IS NOT SUITABLE FOR�IS �PLI:ATION.
DETAILG:
ANGLE MULLION CLIP
(ANGLE CLIP)
TCPVIEW
t�;>
EXTERIOR
.......... ..........
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
-30- m �
Its
RR
PRODUCT REVISED
Mori�o
B.Ndirt, =-Illh th.
HOA-H..— 17-0630.01
NOTES VORINSTAU-ATION C"ION G & H :?
1) USE 2 ANGLE CUPS PER MULLION MD. MIPS MUSTBE INSERTED INSDEOF MULLION.
2) DETAIL G: SEETAUES ll�i,113 PDRANCHOR GUMMES AND SH=S2i-DFORWuE AID. 58705
LOCATIONS
3) DETAIL H: SEE TABLES ISO OR 16B FOR MCIAOR QUANTITIES AND SHEET U FOR Hom
0
LOCATICNS� tr
I
FL
P.E.
I no,"Mch;. no
R000n,w Tow lc� L-P d�
1X2X
Lce
al
in.
At.
MUIR.
9
q u c I
41 hill - I h 11
I . 4 a 11 1 a 0
Anchor Clip Paftma
FIGURER-
FIGURE3'
[T��]
E�
AN." "" ... r BE
USED IN PAIM.
FIGUREC
m
FIGURES:
FIGURE 6;
TABLE NOTES,
R=OAST ON U"'N'G.T.IETABIES AND $NEU 25 FOR INFORMATION ON LOADING
FOi S CS
1) SEE SHEET 1 NGSET ALLYR
SEE SHEETS �4 FOR
1.000.
2) UNIi INTERPOi BETWEEN i LENGTHS ANEVOR OPENING VVIDTHS IS AULOWABUIL
6 SHOWN ME NOT To SCALE, FOR EXACTI)Wii SEESHEETS li
3) MULLION AND MULUON CLIP 'LL", -21
IN TIE FIELD F IG DIMENSIONAL ,ST,,,ONs SHOWN ON SHEETS 21
2. OCT
HOLES TO BE DRILLEI
FiGURES SHOW SUGGESTED. APPROMMATE HOUR L'CARCAUS
AND GRO UT.FiLLED
125,
4) T,S CONCRETE SHAUL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW
8UOSTHAT : -TREATED
TO ASTM �,,.WMDSHAUL BE P�URE
i BLOCK UNIT (GNU) S� CONFORM
YELLOW SOUTHERN PINE WITH AN SGOFO.55,��INUIIH�LSE�TSMDREAMU�IMM OF.12Y
AND GAUGE), STRUOTURAIL BTEE-TO BEAT
I'X2'X.125-MULUCH
THICK STEELSTUDS TO BEA MINIMUM GRACE R3 .045'THICK(16
i THICKAND ASS. ALL ANCHORS i M,TAL$i EXTREMDAT LEAST 3 SCREW THREADS BEYOND
THEMATi #10 & #12 ANCHORS INTO WOOD MAYBE STEEL la-8 S.S. OR 410 S.S.
z
PM!UG��IIEVI�Sli
h. ,..do
"'Oldfing C 0
17-0630.01
�,uctwri Dow 0512612021
-_ -97
By_mri� OF-- - no
A.
No. 587D5
TABLE 2A
Two
1=vIl
�0�looQ
us
.2
0.2
"1
1.
79-1
21..
No
4
OR
61.2
V.6
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4
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0
1.
1
19
ANCHORCAPACRTADJU
V10--oo ywmo,,,�. Ag.m� �6-
AnCWOCCUPPA�=
HOURS V FIGUREZ
FIGURES
�u.
- BE USED IN PAIRS�
FIGURE 4:
IN
FIGURES�
FIGURE 6.
PRODUCT REVISED
2s lo"PY" "I" fte Mort"
-.4 - -
...... 1-0630.01
TABLSNCITES�
SEES" I FOR INSTRUCTIOW ON USINGTHETABI-ESAND SHEV25 FORINFORMATIONONLOACING.
SEE S"'T F GENERAL MSTAILIATION KlEniOUS-
2) LINEAR INTERPOLATION BETWEEN ,,, LEHGTHS MDK)R OMENDIG WIDINS 0 ALLOWABLE
3) MULLION AND MULLION CLIPSSHOWN ARE NOTTO SCALE. FOR �OIME14SKINS. SEE SHEETS 21.n.
MILES TO BE DRIUM IN THE FIELD FOLLOWING DJMERSIO� RESTRICTIONS SHOWN OR SHEETS 21-2&
two -
FIGURES SHOW SUGGESTED, ApPROKWATE HOLELOCkTIONS
L
rp
4) SUBSTRATES: CONCRETE SHAUL 0 )NFOW TO ACI SOI SPECIFICATIONS. HOLLOW AND GROUT -RULED
To xsTm �. WOOD SHALL BE PRESSURE -TREATED
z No.58705 %
i
CONCRETE BLOCK UNIT (CMu) S� CONFORM
-u.OWSOUTHERN PINEWITHAN SIS OFO.56.A-UUINUM SHALLS96NO15ANDBEAMNIMUM OF -I�
YE
GRADIlS3AND.045*THICK(RGAUGE). STRUGTjRoLSTELLTO BEAT
l'X2�X.3TFWuU0N
ko
THICK. STEEL STUDSTO BE AMINIMU,
LEASTJ25-THICKAND A36.ALLMCHORS TNT011lSHXU- EXTENDAT LEAST3SMEWTHREADSBEYOND
lrA;TE F
,,EWTERiAL.010 9#12ANCHORS INTIWOOD MAYBESTEEI. ISSS.S. OR410S.S.
LY P.E.
1.2.75.
Wja,
.37SAUM
T.b.
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Ail."'ClIPP-altera-
FIGUREl' FIGURE�
FIGII
A..U.""...rBEUSEDNPAR5-
FIGURF4
FIGUIHE�
FIGURES
VWEINDUIarae I 19"Eloa Loam
ARE USED IN THE EXAMPLE ON SHEET St.
TABLE NOTEZ�
,) SEE SHEET 1 MR INSTRUCTIONS ON USING THE TABLES AND SHIEET 25 FOR INFORMJtFCN Oa4 LOADING
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) UNFAR INTERPOLATION BETWEEN MULL LENG'U-IS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E)AZ7 DIME14SIONJS, SEE SHEETS 21-M, 2.760-
HOLES TO BE DRILLED IN THE FIELD FO�OWING D1MEHSIONA- RESTRICTIONS SHOWN ON SHEETS 21-M
FIGURES SHOW SUGGESTED. APPROXIMATE HOLIR UOCATIONS�
3?
41 UBSTRATES CONCRETE I SHALL CONFORM TO ACI 3I)l SPECIFICATIONS. HOLLOW AND GROUT -FILLED
S' -TREATED
INCRETE BLO�K UNIT (CMU) SHAU_ GCNFORM TO ASTM C-90. WOOD SHAUL BE PRESSURE
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SML BE 00�T5 AND BE A MINIMUM OF.121F
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AIQD.� THIM 118 GAUGE). STRUCTURAL STEEL TO HE AT VX2,TFX.37VMUUU0N
LEAS1.125-THIMMIDA36 ALL MCHCRs INTO METAL EMU �ENDATU� 3 SCREW THREADS BVOND
THE MATERyd,� 00 & Al2 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 SS,
PRODUCT REVISED
as earap"on" with the Florida
B..." —a.
17-0630.01
Expiration Date 0512612021
.I—
A, LYNN To L!Ltrl, t
FIL P.E.# 55705
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xlis R.
m
mp, m� H-�
.�ST oz. m�
EPK 8
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mW HT 42")
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D I . =710=m= "'II S G � ON V I S S � U.
215� 5�� W7MRSUGGM�,�ROXMAT�
11,111,21's.
3) SM SHeUS 24 FOR GEN� NSTA�7104 MEMW&
IL
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.171' .37T
q-
----- -
-- ---
--------- -
I
�AM)ARDCLIP
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+
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c
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2nMG�WP
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PRODUCT REVISED
.8=Wing
..
- �p, I .....
* It ;
Na m7cs
7V3
Qj
70NAL
A 'L'WAMIL,
. R. PE.
D
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.in
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ITS
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wd.1,M)TH
E H
EMIPLE Z. MULTIPI-E MULLIONS
WEBUIOINGSWSMWISMOMTOM ......
I)JN�Y�UMINGTHATAI-NDEWUFONISSUffO�BU.�E
MUST BE USED. SCAN THE MULIUON TABLES FOR A MULLION THATIS AT U�T�WN��ED�OF2-lWMDW�MEUCR�MED�ERROUSeD
REUANGOLAR LOADING
DESJ64 PRESSURE OF.W,O�Oh PSr. IF THE TABLE DOES NOTSHOWTHE E)IACT SUE. USETH
FROI SHI THE VX2.75I MI (LENGTH n'.OPENINGWDW -7W)MJEE7STH5 DEPTH REQUIRED, HOWElAERTHE DESIGNPRESSURE 15.� -5S3PSFMOWCULO
NOT BE SILATABLEFORTHISApKICATI
�l'X2.75'X.eM'WULUON(�G�.n',OP�INGWiDTH.MIMAMSI�P�SU�OF-�7l?MF�ICH�aDS�EREWRW.E�FMWE
MoMTAEUE4A.SHEET8
OPMINGMUMYBEUiEDIN�ISMPLI�TION.NO��EMMMW=WMW'RMOFMB�-
ej
IFIND�MCHOR�F�MCHMOU���Mlp�E�OU'ROFOR�EMMSU�M��E
2)METABLEI ERTONSTALL
LBS.THOUGH EITHER ONE COULD BE USED, WE STANDARD CLIP IS EAS
0
z
MGUE MIPS WITH (4)#12 ANCHORS HAliEA CApACITY0F 865
0
3) WRIFYTHE DESIGN PRESSURE OF WE FENESTRATION PRCOUCPS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS ORFENIESTIRKDON PRODUCTS.
ASSEMBLY, FINALDESIGN PRESSURE REQUIRES THATTHE BOTH WE MULLION ANDTHEFENESTRATION PRODUCT BE INSTALLED IN ACCORRMCEWITH THE
:i
ApPLYTOTIE O%,ERAUL
INSTALLATION SPECIFICATIONS IWO ,SpE,TIVE SUBSTRATEE MD FENESTRATION PRODUCTS 70 MULLION
INTHIS �.PIUFTHEDESIGN P�SMEFtEQUInOW�.I-W.OMF.TWOW�LLMULUON SYSTEMWAS
. HJWE BEEN USMTO���WEM�OR�AC"nQU�OFOR�2 E)UvCTDESGN PRESSUREOFOO PSF:
C3
THE ANCIHORCApACTyAD,jUSTN1ENTFOKMtALi,COULD
(EoPSF)X SESUBS)=M491.35 (WYBEWMMQMI�#IOSTEESG�MOMT�LEQ)
z
THE BUILDING SUBSTRATE 1S KNOWN TO BE CMU ON 'He JAMES AND USESACUNCREPI HEADERAND SILL. THE AND-YIMAME- CE111 IS 2�.THE OPENING REQUIRES A
Z:
DESIGN PRESSURE OF -50 W45A PER
......... —.— —r milli InNIFIEUiTABILE.THE V,LLION LENGTH C30172'I'lWANOTHEOPENINGWIDTH
x
MOMTABUE3A.SHEET?.WE I'X2.75-X.37rMULUON (LENGTH JOV.OPENINGWIDW -WIMEETSWEDEPTH REQUIRED. HCWEVERTHE DESIGN PRESSURE IS -M51 PSF
ANDWOULD NOTBESUITABILE FORTHISAPPUCATION
MOMTABUE IM SHEET 16 WE Z'X 41 MULUON D,ENGTH 108". OPENING WIDTH -8n HAS A DESIGN PRESSURE OF �JHM.7 PSF MICH �CEEGSTHEREQUIREMMNTS
FORWEOPENMANDN� BEUSEO IN THIS APPLICATION, NOTE WE ANCHOR CAPACITY REWIRED OF 971 LEE
,,.USEITISN�N�OMVAT�MUWCNWMAD02'TO�EMTH OFTIMMuLMUNT,WDEADJUSTEE)OPENTNICIRDTH IS W+W�2�74-, NOT TXASME-�CUSLY
ASSUMED.WRIFYIDON'THE DESIGN OP�ING.AL�RMA�LY.�EW�W=�S�YBE��m�WNN
THE 7r DIVERSION
2) USE TABLE 128 TO FIND WE ANCHOR TYPE. ANCHOR DUMTITY MD CUP TYPE REQUIRED FOR WE CONCRETE SUNEEI IN THIS �NIPUE. ASSUMETHE POURED
CONCRETE HEADER AND SILL ARE 8- MADE. IF THE MUILLION CLIP WERE TO BE CENTERED "MIN WE o-. ,RE MUST BE TAKEN TO MANIDMN WE FASTENERS EDGE DISTANCEL
USING WE VANDARD CLIP WITH (6) V16- ULTRACON MCHORS AT AN EDGE DISTANCE OF 2-In . 01','ES AN MCHOR CAPACITY OF IUD LBS MICH IS GRBATER, AND
WEREFORE SUITABLE FOR WE REQUIRED ANCHOR CAPACITY.Or 071 LUS.
FOR WE HORIZONTAL MULLIONS:
BECAUSE WE l,,,TICAL MULL milut. BE A 2- X 4- X.250' MULI-ION. IN WS E)IAMPLE WE WILL MATCH WE HORUONTALANO �� MULLIONS' ALTERNATIVELY. MOTHER
1) THE MULLION LENGTH IS 3V AND WE OPENING HUGHT IS 32-17�& -IOT. REFERENCING SHEEET 25. WE MUM USING LOADING MAY BE
USED. MOM TABLE 1� SHIEST 16, WE 2- X 4- X.2W MULLION IS LENGTH - 42% OPENING HEIGHT - 120') HAD A DESIGN PREWI OF -4170.0 PSF MICH �CEEUUE WE
REQUIREMENTS FOR WE OPENING AND MY BE USED IN THIS APPUC%1DON. NOTE THEANCHOR CAPACITY REQUIRED OF - 6V Oa
2) USE TABLE 12BTO FIND THE ANCHOR TypE, MCKOR OUANITTY AND CLIP TYPE REQUIRED FOR WE CMU SUBSTRATE, IN THIS �PUE,ASSUMETHE CIAU JAW3SARE 9-
WIDE. IF WE MULLION CLIP WERETO BIE CENTERED WITHIN THE V. CARE MUST BE TAKEN TO NVUNTAJN THEFASTENERS EDGE DISTANCE USING THE MANGLE CLIPSWIM
(,) VJW UU,,,CONAHCHORS ATM MOB DISTANCE OF V GPVES ANMCHOR CAPACITY OF MO US MICH IS GREATER MD THEREFORE SUITABILEi FORTHEREQUIRED
ANCHOR CAPACTY OF E21 ILES.
4) MR WE ULCL[P IN WE HCRJZONTAI- MULLION TO 'iTERTIC'U- MUILUON. USE THE BASIS MCHOR CAPAOTY OF 521 LES. TABILE I US FOR WE LHOUP BROWS WE ANCHOR
CAPACITYIS 1074 LEE MEN MING 3 MCHORS. WHICH IS GREI IND THEREFORE SUITABLE, MR WE REQUIRED, ANCHOR i OF 521 LOS. THE
ANCHORTYPEISA012STEEL-SCREW
FROM THE ABI STEPS. 06R MULUON DESIGN PRESSURE IS:
11-HIJ PSF FROM WE �RI MULLION;
.1-170.0 PSF MOM THEDT HORIZONTAL MULLION ATTACHING TO CMIJ;
41.17OUD PEP MOM WE W HORIZONTAL MULLION ATTALHING TO THE UBRTGAL MULLION (INI
THE LOWEST DESIGN PREESURE IS 11�401.7 PSIF MD WOULD "PLY TO ALL Of WE MIJLUI
lilEFUFYWE DESIGN PRESSURE CI FME��ONMa)U�SUSM�NISMUWONSy�.�mW��IGNPRM�E
,CCOUMCEM�WEI���MONWECIR�TIOMI=R�PEC�WBU�TESMD�NES��MODUMSTOMUCLIM
PRODUCTRIEVISED
...... lgl'ny' -nh UIui Rod"
e
mo�.. 17-0630.01
ExpimtIon DPv, 0512612021
.,--I
1-4 -VE iG.
NO. 587W
EyAWLES OF RECTANGU(AR LOADING,
L�IHGOFVSRnMMULDON
SJUDfMNOCANSNOT�HORED
LOADING Of VERTIM MULUON
SLL,,�NDOMINCITANCHORED
LCAPINGOF�R�MMUIXON
PMU OF HINGED DOOR IS NOT WNRED OR �HORCD
INS
LO�. GOFVERP�WUUON
LOADINGoFHDRZoW�MUUJON
WITHINTERSECTINGVERP�NUWON
LOADINGOFVEMM
MUaJON
�LESOF "P�OID�RIANGUIARLOADINGI
LOMNGOFHORzQW�WUA
Oil
10
'00
,O=NGOFVERTI�MUWOfl
ko � Lij
S2 1 1595
z
0
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.0
HIGH
PRODUCT REVISED
Slildlm.lft' 0310 �10 M. FWdd.
ND�,. 17-0630.01
�pimecm Daw 05126JZ021
L�INGOFHORIZONT�MULDON LOADINGOFHORIMNT�
WWON
NOTES:
J)D�WINGSARE
RMESE�TATIONS OF WPIM
WNMGUMTIONS.
CONFIGURAnONSNDTSHOWN
NAYBEE�POIATMDFROM
THOSE SIrOWN.
2)IFTHELOADINGWPE OMNOT
'yo
OEDETERMINED.USE
RECTANGUIARLOADNG-
,CENS
3) SEE PRODUMS-WPROV� FOR
A�ANCHCIRU�TICNS.
LOMNG OF HOR20W�
MUWON
SCANNED
St. Luc By
MIAMI-MDADE le COUnty MUM-DADE COUNTY
0M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Stree� Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315�2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.guv/economy
-iGT —Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
nis NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami- , Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Mianii—Dade County Product Control
Section that this product or ruate ils to meet the requirements of the applicable building code.
This product is approv, es ri e herein, and has been designed to comply with the Florida Building
Code, including the,?��elociLHu� ane Zone�
y
DESCRIPTION. S n s -70, minum Single Hung Window — L.M.I.
APPROVAL DOCA NT-: Drawin 0* 4040�20, titled "Alum. Single Hung Window, Impact", sheets I
"t i
191C
9 01/C
0�a�p
through I I of 11, cate itli revision G dated 06/06/17, prepared by manufacturer, signed and
-Dade County Product Control Revision stamp with
P.,
sealed by Anthony Lynn Mi er, P.E., learing the Miami
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
modelfseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
notedherein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0714.06 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval docum�nt mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0630.08
Expiration Date: March 26,2021
M WADECOUNTYAU 17 ApprovalDate: November30,2017
EM low
11110) Pag
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTT
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018. 01 and 0 7-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal� spacer system, Super Spacero NXTTm spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalulis Ortega, P.E.
(Submitted anderprevious NOA No. 16-0714.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted underNOA No. 07-032ZO6)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
Manuel e
re P -F
Prod net Cotro EX lite,
rioA Mo. .0630 .08
Expiration Date: March 26,2021
ApprovalDate: Noveruber30,2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVEDENCE SUBM]ITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin fi-ame, prepared by Fenestration Testing Laboratory, loc., Test
Report No. FTL-4645, dated 08/11/05, signed and scaled by Echnundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively,
both signed and scaled by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked- up drawings and installation diagram of an alluninum. single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
1701
M-anfiell"r P.E.
Product ContrqI Exa)hiner
NOA No.\"30.08
Expiration Date: March 26,2021
ApprovalDate: Noyember30,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 611 Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lyun Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC
6 1h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. ff L-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Isbaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
n r zP-F
Product Co roI E aminer
110A . _0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
(SEE DETAILS ON SHEET 2)
S WITH A.090' KURARAY TROSIFOI! PVB (BY KURA6AY AMERICA. INC.)
COMPANY)
AND (1) LITE OF 118- HEAT STRENGTHEN ED GLASS WITH A
OR.090' SAFLE>e PV3 INTERLAMER (BY EASTMAN CHEMICAL COMPANY)
ENED GLASS WITH A
OR.090' SAFLEX! PV3 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
S WITH A.090' KURARAYTROSIFOL? PVB (BY KURARAY AMERIM INC.)
COMPANY)
S AND (1) LITE OF X16' HEAT STRENGTHENED GLASS NTH A
OR.090- SAFLEX- PVB INTERLAYER (BY EASTMAN CHEMICALCOMPANY)
ENED GLASS WITH ADN' KURARAY TROSIFOL �PVB (BY KURARAY AMERICA, INC.)
COMPANY) EA E LAS
G. 1Xi LAND IG: (1) LITE OF I IS' TEMPERED GLASS. AN AIR SPACE AND W1 6- LAM I CONSISTING OF III) LITES OF 1/8 ANN L D G S VIATH A
Ogo, KURARAY TROSIFOL 'PVET('BY _KU�RAY AMERICA INC.) OR.09D-SAFLE)e PV13 INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
H.13IIfi'LAMIIGU(I)LITEOF1/B" -TEMPERED GLASS, AN AR SPACE AND 5116- LAMI CONSISTING OF (1) UTE OF i/B- ANNEALED GLASS AND (1) LITE
OF 118* HEAT STRENGTHENED GLASS WITH A.GW KURARAY TROGIFOL! pVB (By KURARAY AMERICA, INC.)
OR.0901 SAFLID( 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPAW)
1. IX16' LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 511 6"LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS
WITH A.WD'KURARAYTROSIF0L �P� (BY KURARAYAMERICA. INC.) OR.WW SAFLEN! PV13 INTIERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND V16' I-AMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL 'P%;g-(BY _KURARAY AMERICA. INC.) OR.090' SAFI-EX0 PV3 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. IN16* LAMI IS: (1) LITE OF lffi" TEMPERED GLASS. AN MR SPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE
OF 3116' HEAT STRENGTHENEITGLASS WITH A.09V KURARAYTROSIFOff PVB(BYKURARAYAMER1CA, INC-)
OR.090' SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13116' LAMI IS: (1) LITE OF 1M' TEMPERED GLASS, AN AIR SPACE AND 7116- LAMI CONSISTING OF (2) LITES OF3116' HEAT STRENGTHENED GLASS
PVB INTERI-AYER (By EASTMAN CHEMICAL COMPANY)
VVFHA.090'KURARAYTROSIFOL UPVB (BY KURARNY AMERICA. INC.) OR.09D' SAFLE)e EDGLASSWITHA
M. 13f16' LAMI IG: (1) LITE OF 1� ANNEALED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) UTES OF 118'ANNEAL
.ago- KURARAY TROSIFOL 6PV3 (BY KURARAY AMERICA, INC.) ORD9O* SAFLE)e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: 'OX'�l 11, VIEW AND RADIUS TOP, ALL W1 LOW OR HIGH SILL OPTION)
3. DESI GN PRESSURES: (SEE TABLES 1-3. SHEET 3)
A. NEWIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
WDESISTANDARDS USED:
GO "BO) EDMON
2C) MMON
3DCO UC�.'
;F OR'MBU'MING C =0
R BUILDING C
";E FOR W
'IG
rN 'D N �Al_ A
:2017 FLORIDA BUILDING CODE 412130). GTH EDMON
2014 FLORIDA BUILDING C,Ge tnC). STH EDMON
:ASTA EiIID�
.MSUA�SPA NDS,2015 FOR WOOD CONMUCVON
.ALUMIMM DESIGN MANUAL. AD�016
:AISI 310�12
.A(:.CXGID
NOA DRAWING MAP
SHEET
GENERAL NOTES.. ........... 1
GLAZING DETAILS ........... 2
DESIGN PRESSURES 3
ELEVATIONS ..................... 4
VERT. SECTIONS ..... . ..... 5
HORIZ. SECTIONS ............ 5
PARTS LIST ....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL .............. 7
ANCHORAGE ........... ..... .. B-11
madeflal
MI. F,
f -Mi. Fuil
Steel Sc�
92 ksl
120 KSI I
--Elm -UtCona
15S ksi
177 ksl
;�10 SS _EjwC,1.Fbme
127.4 ksi
18&7 ksl
6063-75AItnimm
ksl
IMI
A36 Steel
M KSI
Do mi
33 -StmiStld
_iDk-si
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
4. ANCHORAGE: THE 33 1)3% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL.4645, FTL4646, IFT-4647. FTLAM8. FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL4957, FTL-4958 AND FTL-5063.
ANSIW&PA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIESfMODEL DESIGNATION SH700. ALSO REFERRED TO AS SK701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZ�NG OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
CEIIT.WA��
S� I NTS1 1 -11
'��4
OEM
Z No. 56705
so 207
......... . IN,
I", 10NAL V,,
IMPACT
A. LYNN MILLER, I
4040.0 G FIL P.E.# 58705
112- NOM.
GLASS BITE
4-4A i-- 118'ANNEALED OR HEAT
PVBINTERILAYER
71 T '0119ro ANNEALED OR HEAT
��- 5116"NOM.
5/16'LAMIN Ss "
1f2'NOM.
GLASS BITE
P 0
Description
"dietion
ar"
Material
;!It"
,
KQmmedjrIg4SGTPSSpwerS tem
*72Quanex Super Spacer nXrvvfth otMe Butyl
M!�
7Seathis
Sheet for
73
Quanex Dumseal Spacer
Matedals
74
Cawdinal)L Edge Spacer
GLASS GLASS
_t -�� 3116' ANNEALED OR HEAT STRENGTHENED
.090 PVB INTERLAYER
GLASS Wit' ANNEALED OR HEAT STRENGTHENED GLASS
7116. LAMINATED
7116"LAMINATE. GLASS ��
71- <�] EXTERIOR INFERIOR*
(ALL SECTIONS)
KURARAYTROSiFOL
r1g12- NOM. PVB INTERLAYER
_�,O%
GLASS BITE SAFLEXPVB 1��ERLAYER By
1EASTMAN CHE
70
STREN ENED GLASS
IWANNEAUED OR HEAT STRENGTHENED GLASS 3116 ANNEALED OR HEAT
.090 PVB INTERLAYER
.090 PVB INTERLAYER ED GLASS 3?16' ANNEALED OR HEAT STRENGTHENED GLASS
118' ANNEALED OR HEAT STRENGTHEN 711 ff' LAMINATED
Site- LAMINATED AIR SPACE
AIR SPACE Iffl-TEMPERED GLASS
4� 118' ANNEALED OR TEMPERED GLASS — a 13116'NOM.
—'3116'NOM
13116" LAMI IG GLASS W1 5116- LAMI.(�� 13116" LAMI Ir, GLASS W1 7/16" LAN
AUUMINum
OT�ELT BUT& REINFCRMIWE� SO-
33TRUCTURN- H "OK
SEA-
3 "E
SIUMNE_NVIV,,,M, B�' ..- ZD
ESICCANT ANLESS STEEL
DES
KODISPACE
4SG TIPS
lr2' NOW
GLASS BITE
SUPER DURASEALO
egiPA—CERONXT� (5-_9-P—ACER
N.� MUM
(941�4%4600
CER7.0FAUV.X4496
GIL4SS
XLEDGE�
SPACER
2 -11 1 4040-20
�k IfIL9
LAMI IG OUTBOARD
LITES MY BE
UPGRADEDTO3/16'
WiTH NO CHANGE IN
DESIGN PRESSURE.
6 ;z
........... .
LVOW101111R, RE
Fl. REN 58705
I :::::: : :::: ii
FLANGE 'OR INTEGRAL 1: 1, WINDOATi I HIGH SILL OPTION
TABLE 1.
S S DON L NGF P FRAME DIMENSIONS
A E F A _ DWINDOWTIP
WINDOW HEIGHT
8 611, 61 6B..
70.1
72"
74"
76"
48"
A,S.M
+60.0
-80
so..
�D. 0
SILO
-80.0
+BD.0
1 -80.0
+mo
-80.0
+80.0
.80
1 82
80
�791(1,
M
.80..
-80�u
+
48D.0
.80.0
+80.0
1 -80.0
+80.0
40+0
1 +80.0
1 ANI
1�71!201
62"
A,B,M
+80.0
-80
-80.
O.D
+so+o
-80.0
+80.0
1 -80.0
+78.81
-78.8
1+7Z�3
�-77.3-759
�-759
A.B.M
48D.0
�B 0
+80.
.0
+79.6-
-09-8
+78.2
63 118'
Up,ros3118-
C,DE.F,G,H.IAK.L
.80.0
�S
-
Tii:E:!!
S '1 -1, 11 j5;75i: i TFU RAL FIN WINDOWS W1 HIGH SILLOPTION
TABLE 2.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38 318" 60 wg- ar 1 7r,
76"
E+71.01
A.B,M +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 1 +80.0 -80.0 +7IL0 1 -7D.0 1
4B" I I
-70376170ji0ji
: -70 U
' 0.0 -70.0 1
50. A,B,M +80.0 -80.0 +80.0 W,, 4�79,9-19.9
+70.D 1 -70.0 1
+70 0 -700
�+80.OAO.0
jo
A.B.M +80.0 40.0 +80.0 -80.0 +80.0 -ea.0 .76.9 -7
. . . . . . . .
- 6 -67.6
7
2
63 118" A,B.M +80,0 �0.0 -80.0 - A 1 -41 n I An n I +7g n 1 -7
�5.5
UPT0631M" C,D.E.F,G,H,I.IKI Ann Ann l,80.0
-70.0
5 Dii3i.li l.� E.; i i 55 1 i : TABLE:
��ii iiiiiiEa- IGH SILL OPTII N
ENSIONS
BASED ON FLANGED WIND2Wj1P OJIP Wii WINDOW HT. W1 SASH 76" FLANGED 4ND 76" INTEGRAL FIN)
IN .... . jT
.EIGHT GAS" EIGH,
so wall 0 16116"
WIDTH I GLASS TYPE +'no 3 -7a.o 1 -70 a I -fu
.0 1 -80.0 1 -80 0 '00
1 '80, ��I -8D.0 I +uu.0 I -
i'
100 IDO 13.0 1 -50.0 1 -fu-u 1 .70.0 1 0.0 -70.0 1 +70+01
S TYP :
TEST REPO S TABLE4.
A, 5/16- -,NMI - IISA.,090.1/8-Al
FTL�IM7. 4MBl 4723,4957
5116, - 1/8"A..090.11a"H11
a `H S )
IS 0 '
FTL4647, 4648
0 /8 .M
5116- LAMI - 11&'HS..090,1/8'-��
18 H
511 1 - 11
S" "'Am 09 S
FT.45,47,46,18
D. 7116' LAMI - 311TA,.Dgo, 1,.'A)
FTL-4645, 4085
16
E. 7/16- LAM] - (311VA,.D90, 3/1B'WR)
F. 711W LAMI - 16"KS--091, 311n-WD
LA
MAIRSPACE,
G, 1311V LAMI IG - 1115"T, AIR S-�rF �1A` �Ml- f118`A--090-1----'
- LA ' 6- 1
H. 13/16" LAMI IG - 118" T, AIR SPACE, 6116- LAMI- (11VAl.090.118'HS11
LA LA
FTL4646
1. ixiS-LAMIIG-1/9'T.AJRSpACE,&15-LAml-(J/Cr'HS..090.1/8'HS)
FTL-4646
J.j3/16"1-AM1IG-1/V'T,AIRSPA1r 71ISk1LAAMI-(3f16V`A..090.3
LA
cm
B� r S - LA
K.1311FLAMIIG-118'T.AIRSPACE 7116- LAMI - I3`16"A.090,
w LA
IG /8. R Sp�C . 11'. �M - I3116-MS
L. 1WIS' LAMI IG - 1/8" T- AIR SPACP 711S'L,kMI-f31I6-MS..0S0
LA
-4649, 46M
SilSq -LAMI - (1/81-OW, "WA)
M. j3wjjSl L�AMI IS - 1111"A. LAM
FTL-M63
W
HT. MEETING RAIL
t - I
-A� SA H
- J
W1.
lo. MINUS
SASH
HT.
HT.
;MEETING RAIL
I)v !T H
NOTES: 1. WNDOWS WITHTHE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESS REOF.64.OPSFO OWER AS SHOWN IN THE TABLES. NEGATIVEDESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38- MAXIMUM.
4. GLASS TYPES C. G , H. AND I MAY BE USED IN SASH ONLY
S. REFER TOANCHOR QUANTITY TA13LES 5.8 FOR ADDITIONAL DP
LIMITATIONS. ,,.1 En, ��,vs F-F-j-:�z� DESIGNPRESSURES
CMT.CFAUTK��
No.58705 I.-
10
;a
-0
TE
P.E.
I - I -,H;. I ATS 1 3 , 11 4040-20 IS FL REX M70
ALL
MAX. I.F. WIDTH
49 -6 -1
OLD (ALL)
F
SEE OLD
TA�UE D-J
;EE DLO MAX,
TABLE SASH
( M.)
M L
48 114�
(ENT O=(AL) DETAIL B
DEI VIEW (STANDARD SASH)
E-n
B
7 76� AX
5 ' AX
I F.
75" . W
'-i HEI I
HEI HT
SEE OLD
TABLE
0
L
SEF-E
TA LE
0
-
Q5e
76- MAIX..
FLANG ED
FLANG
L L
HEI
H
T
EDLOTABLEJ
2i
20.
'A 'SH
SEEDLOTABLE
20-
SASH
HEIGHT
T
HEIGH]
—T�
a
DETAIL D
DETAIL E
VIEW (CUSTOM SASH)
RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTIG� AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL MEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
B & C) ARE BASED ON A THREE OVER TWO FORMAT.
4. SASH HEI GHTS FOR STANDARD SASH WINDOWS (DETAILS
V 702�EF--
F
PIT;
CERLOPAU�-V"Ng
C
C-i )776' MAX.
I.F.
HEIGHT
EDLO
L 0
76- MAXm
FLANGED
j
L HEI
DUO
NO
BUIE x NO E4
DETAIL C
RADIUS TOP (STANDARD SASH)
N0.53705
�Ijm. allvv�a vl�f�v—
I A. LYNN MILLER, P.E.
JVTS 4 4040-20� rG FLIP.15458705
F---
MAX
FIXED
LITE
DAYLIGHT
OPENING
L
OUTSIDE
VENT
SECTION B-B
(LOW SILL SHOWN)
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINr OR
OPTIONAL BOTTOM LOCKS, (1) 6- FROM. EACH SI IDS OF SASH.
INSIDE MAX VENT DAYUGHT OPENING
INSIDE r:q—
7, 8 OR 17
P-Q.
WFV-, WE - MN Fall
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
(q. 10, 11715. 1 �6
1111104N
Will �-
� �lijl
F- GHT OPENIN I G I OUTSIDE
MAXWDT
SECTIO k-A
- - ----------------------
�NSIDE
47
2.946
HIGH
SILL 2.330
LOW
48 HEAD
jIGHSIL el,00 -StLL
k �2) (LOWSILL)
SEE NOTE ABOVE
41�2ULTRALIFT
ONLY
(141)=-IM
CMT.OFA�MM
\F� oy
............
7)
= -*7 -.58705 s
SECTION C-C -
(HEAD DE RSION)
)ECTIONS
�UM. SINGLE HUNG WINDOW, IMPACT N 'L
.;;.. 1 V.If r5 - I 1 17!4704 �OG L . 5
—
Dwav
DESCRIPTION
PGTN
IE HEAD
612225
,,,,�..ADPN.SMS
781 POA
E SILL (LOW biLL)
612226
FN C ELL FOAM PAD
7PAD1626
FLM��IRAMFJAMS
612227
612244
EGRESS) 1.126 LONG
612244
qCE. 318'. SM". OR 11116-
10
�,E COVER, 315"OR 5/8"
08X.76O PH. PN EMS
7834AA
BALANCE BOTTOM BRACKET
7BALTBKT
13
10851108
BASH TOP GUinP
42504
15
08 X1 PHILLIPS FLAT H� b. b IL
7BXlFPAX
16
1 -
U�m�. .�R. I ills'
6BALCVR670
4UY4
b�ri .10, COVER
64053
4URS-1
�Aill .. T
7ULSR
I�JlAlll G.PH.FH.TYPEFS.STL
7B32Xl2FPFX
1
FMD ElING RAIL
64 54C
4005U
OF, RAL
270 BACK, FIN SEAL
67S16G
26
iogo
SWEEP LATCH
71096
27
1016
08 X.625 PH. FL. SMS
7858
28
4007
SASH BOTTOM RMI (LOWSILLI
612230
30
1220
WSTP, BULB VINYL
OTP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
im
LAMISETTI GBLOCK3M2*X25M4'Xl'
71622K
36
1062
LAM IS SETTING BLOCK V X3WA IIIU-
71052K
37
1224
VINYL GLA7 BEAD BULB 17HICK)
6TP247WK
VINYL GLAZ. BEM BULB (THIN)
:1!: 1
GLAZING 15�. 011b LAIA GLASS.
64D39B
PE4044B
GLAZINGBE o,juLAMWIGRILLKIT
644703
44
22M
GLAZING BEAD. 7116- LAM
64222
45
985C
GLAZING BEAD. 7116"LAMI WGRILL KIT
6985
46
4067
GLAZING BEAD, 13/16" LAMI I.E.
64067
47
4071A
FRAME. I.F. HEAD
64071
48
4072A
FRAME. IF. LOWSILL
64072
49
4D73A
I.F. HIGH SILI
64073
50
407413
FRNME, IF. J�
64074
S2
4009
--OWSILL)
fb4�u.
63
loss
SPRING, SILL LATCH (EGRESS) —
54
2740
SILL LATCH (EGRESS) (HIGH SILL) —
027-40
56
J014
SCREEMF (HOR.&VER.)
61-014
—
56
1630
SCREEN CORNER KEY WRIN�
71630
57
1631
SCREEN CO�--- WINL,�
71-631
58
1 1073
ING
7CASP
---Cl624K
59
1 1624
jSQKLtNbr
CERT. OF A�:�M
E
DESCRIPTION
PGr#
60
1635
5UKttN lLNF - 135 DA HARD
61635K
61
SUKtt,N�LUII
61916
3
505
ULPLIN- CHANNEL f.68B X.500)
6533402
1161
111, X l.uu. r, BUGLE TEK
706XI
UL�IN.,�E 1116 XJM-7/16 LAM
62BVI610
40
�m bu I I.. RAIL (HIGH SILL)
04051
69
1-1�u� B�,E SILL (HIGH SILL)
64050
70
791.899.99SORGE7700
so
&GLAS�.ollb MtliBoA.O9OPVB.1I8'A)
IB. GLASS, I )9DPV3,118-H!S)
C. GLASS, 5/1 MISR ;,ggo pw.im-HS)
6- LAM. (3116-k.090 PVB.3M6`KS)
85
F.G�5,111ti-LM.(3tl6'HS,.090PV]3.3/16-HS)
86
1, AIR SPACE. 5116- LAM, (118-A,.090 P'18-118'A)
87
8B
H.GLASS,1311b-�I�mll. -,—SPAC 5116-LAMl.(lI8'A.-O9OPVB.1/WHS)
.,RSPACE,S/l " LAM], OWHS. 090 PVB,118.HS)
89
90
J. GLASS, 1W U- -� 1.; 11. 1. AIR SPACE. 7/1W LAM, /16-A-090 PVB 3116"A)
K.GLA5U,lUllb-L.I�; .1. 1. AIR SPACE. 7116" LAMI,
91
L.GLPbU.1 SPACE, 7I16"I-AMl.f3/I6"H$.OSO P\,B,3/1"S)
92
M.GLA55,lJIb SPACE. 5116" LAW, 118AO9OPVB'll8"
i 2.784---�-
140,41
( FRAME, I.F. HEAD
�D #4071A, 6063-76
FRAME, I.F. LOW SILL
*4072A, 6063-TB
F---2.374---1
2
� 0 16C
41H
U I FRAME, I.F. JAMB
FRAME, I F. HIGH SILL @) #407413, 6D63-T8
#4073A, 608�Tfl (USED AS RADIUS TOP HEAD)
,,"oV LYNiv
N- 58705
A 41. L..
0 *STAO /T141
..... ..... ..
gm m
lgii
m EE
j . .
Z 8 p g
In
zo.
m
2
cn L
Li >
2m X
2 T
In
0
0
0
12
0-4
F-n
9
Zi d Z�
Ej
71
Arn W. m
GI
C)
OM
z
Gz) Z.2 m m
0 0
U3 0
0
I I i I z
wmo>
0 C-i
I
l;u
;q lo
zo F<n
cci r1m
a � I
i m
i
z
0 0
m
nom
xzl
MC)o 0
FOR III FLANGED WINDOWS
4,—
I m RM 1 1 40.603
19.125 A-
r ON
24.000
r AE.NI
37.000
1
1
1
1
1
1
2
AB,
2�2
1:2
23
112
2 3
2
2i2
PSF
79
C,D.E,F,G.
I
2
2
40.000
HlJ.K.L
2 2
' 2
i12
2i 3
2;2
3
21
2
2
2
AB,M
2 2
112
2-12
2'2
13
2!3
2
PSF
79
IkD�J,.Klf.
I
44.000
L
2 2
21
212
1
F3
i-
13
21a
2
2
2
2
2
2
B.M
2 2
2.
2�2
2j3
2
2,3
.2
PSF
79
79
C.D,E.F.G.
Z
2
2
48.000
H.I.J.K.L
2 2
2
2
2;1
2
2
3;4
2:2
2
2
2
ARM 2 2 2f� 2 2 '21-3
79 79
2 2
2 2 2 3 2-,2 2
2 2 2
2 2 -21 12:� i
2 2 2 2 2 2
2 2 2
3 213 213 2ji 14 212i 313 JF� 'I �31 S� 11 if .3.4 C!
F 2 2 2 2 2 2 2 1 2 1 2 2
4T]
.213.L131,3L,4 21313�3
2 2: 2 2 2 2 2
3
f i 4i_
I _ 3L3 4
'13 3t3 314 213 3'3
3 214 Z 2 3 311 �15
z 2 2 2 2 2 2 2 2 2 2 2 2 2
.314 i 3 314 3'5 313 3A 41
R32i4 21113 30 3.4 2.3 3iii 3 — 2j3 31
Y- 77?]T 2 -2-T-2-F2- 2 2 2 2 3
`41_il"31314 �15 If 3 J] 3"5 3
13 3
1 2 3
2 2 1 2 2 2 1 2 1 2 2 2 2 3
3 -4
]2 2]1 2 2 3 1 3 3
3_ 4 6 3 4 4 __
3�
i
3 3% 3
�4 31� �3� 4 1 1
2 2
2 2 P25; 2 3 2 2 3 7 2 2 3
MRT.M�
1. ANCHOR TYPES: 1 - 114- ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - 114- ELCO, SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE WED ON THE
FOLLOWING DIMENSIONS.
HEAD - 10 112'MAX FROM TOP CORNERS
JAMBS - 17 1/2' MAX. FROM TOP CORNERS
I IT MAX. FROM BOTTOM CORNERS
6- MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER TH E ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIME�ISION ARE FCR
FLANGED VYINOOWS. INTEGRAL FIN DIMENSIONS
AREl-LESS.
5.PES_19N_PRES URE LIMIT ATIONS:
SIM BLOCKS " MM-' BLEWTHA
BOW ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
S. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
EjEa
TABLE KEY:
MAX. PSF
(DP LIMTEP171-1781
2
Hr 2
JAWS AB VE 2 3
2
14
4 L5
IvTrG. RAIL
—
W
dANIB BELOW
�j
MTG.
2
2-
-515
2
I'
44
2 -
5 15
MTG RAIL
JAMB BELOW
01' Y LYNN-11,
1�1 104 ........
2
3
1��4
Lt6
MTG. RAIL
N0.507as
2
3
SEE TABLE I FOR
FULL DP
cc
ME
CING, 1/1 Ows
Ap -
ING WINDOW, IMPACT
4040-20
FL PE.# 56705
FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
K19.125
A,B.M
PSF
C,D,E,F,G
24.BW H,I.J,K,L
A 'a
,B,M
PSI
CIDIE.F.0
H I J L
32,000H,I,J,K.L
1 6 M
A.S.M
'I J'
37 000
2
ANCHORAGE NOTES:
TABLe6l
'
1. MA.CH0=RTYP`ES: I - lie ELCO ULTRACONS OR#12
SCREWS INTO METAL
2 - It4- ELCO SS4 CRETE-FLEX
6.000
3 - 012 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
.Z—z
0
0
0
u
FOLLOWING DIMENSIONS:
HEM - 18 112"MAX. FROM TOP CORNERS
JAMBS - 17 1/2' MAX. FROM TOP CORNERS
2-F2
15- MAX. FROM BOTTOM CORNERS
6- MAX BELOW MTG. RAIL
BILL - ANCHORS NOT REQUIRED
2 12
2
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUAPITITIES USING THE DIMENSIONAL CRITERIA OF
-2
NOTE2.
1
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGEDWINDOWS. INTEGRAL FIN DIMENSIONS
AREVUESS.
5. I ;URE LIMITATIONS:
3F2 3
�DES
Z,
BOLD [TALIC12�'DU'ALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE W17H THE QUANTITY
3'12 4'3
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPEC nViR
SIZE AND GLASS TYPE IS AVAILABLE-
6. SEE NOTE 4. SHEET I I FOR METAL SUBSTRATE
3:2 413
REQUIREMENTS.
2
2 2 2 2 2 2 2 111 2 - W4 Z ;il� A'q -474 313 5'13
IC 0 E �FG 2 3 i13 4 1 -3 3 . 3 Al 4 TABLE KEY:
40,000 H.I.J.K.L 1 Z I Zjj j12 213 212 313 1 2 2 2 2 2 2 2 z
Ti
3 jj T.- T- 3�3 413 414 3 3 4�3 4 4 3 3 5 3 MAX P
A-B-M i."T.l,'T.l.T.l;'T; ;!,l,%l 1-.,%j j�- I 'ijifijil 5 3 3 4 3 3 310i , ;
JAI.5 AB z 13,
4%W- ' . —
2 2 2 2 2 2 L PRODUC�REVISUD
OVE
M7 G .
T-4 T —A -3 3 BELOW �ml,.Fww
MTG. RAIL
3 2 2 2 2 2
(FULL DP) By
HEAD 2
JAAM ABOVE LYNA(
MTG. RAIL
BELOW
No. 58705
53.125 2
A,S,M
-1 %k 411 14�
r.5l-aT31:q', il : i51414 4 3�314 41 4 3-3 4 4
C�T.CFAUM�
9 . 11 1 4040-20 IG
ANCHOR QUANTITIES
ABOVE MEETING RAIL (HEADS, JAM a9l.
WINUUVV KE]UH1
CUSTOM
NJNUb
FLANGED WINDOW
�n mcluni FROMTAbl-t
HEIGHT MINUS SASH HEIGHT TABLE7.
B. -F--
SUBSTRATE:
G
D,E,FA
32.000
3
a-1-0--wjo
t32
I
2
2
3
- I-
3
-Z�839
O�Z_za
0
0
50.3112
�
-0
55925
0
Ol
37.000
PSF
D,EAJ.
�L
I 'I-
'i 2
2
3 4
1 2
1 3 3
2- I� 2
4 3 4
.2
4
PSF
K.L
79
2
79
1
2
1 79
1
q
44GOW0
pbl
D,E,F.J.
IV
2
1
1.
222
1.
"
'-
-
22
—
�L4
il
s
2
2
2
2
2
1
2
2
2
3
3
3
4
PSF
p F.Iiii
r�L
M
70
2
79
2
—2
79
2
71
2
79
2
—
2
73
2
?
4
4 4
;37
76
2
_
4
4
2 2 2
b 4 5
1=
3 2
5 6
3
s
5 6
9
6 5
1
1
1
2
2
3
3
PSF
npri
�L
TI
79
63
2
71
2
79
2
64
2
74
3
2
76-
2
7
77
3
34
2
69
69
3
3
3
69
-
S 7
6 5 7
I
.
.
ANCHORQ NTITIES AT JAM BS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT -
TABLE 8.
SASHHEIGFIT
SUBSTRATE.
12.776
--f5--776
--f8-7-7-8
--F4-7-7-6
27.776
30.776
31.105
ANCHOR TYP
I,I §
0
ga�
1
- 1
0
0
� Oz
8 I
-2
8
WINDOW
WIDTH
0
Z22
2
26
2
21
4-P
i
19.126
1
1
1
2
1
2
212
21
Z
—
24.000
2
1
1
2
1
2
2
2
2
2
2
3
2
3
3
3
3ZDDO
2
1
2
2
2
2
37.000
79
4 3 3
4 3 4
2- 1 1 2
2
2 2
40.ODO
--2 -F-2 -E2
74
4 3 3
4
2
2 2
3 2 3
44.ODO
60
78
1 % 1 1 q
1 A 1 1 1
2 2 2
2
2
3 2 3
48.00C
72
;:
79
3
4 3 4
4 3 4
5 3 4
5 3 4
2 2 2
2
2
3
2
53.125
73
58
Go
1 72
1
1
1
2
1 2
2
2
1 3
1 13
1 1
1. ANCHOR TYPES: I - 114- ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - 1W ELCO SS4 CRETE-FLEX
3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD - 18 112- MAX FROM CORNERS
JAMBS - 17 Ir2'MAX. FROM TOP CORNERS
I I ur MAX A13OVE THE MEETING RAI L
V MAX. BELOW MTG. RAIL
15- MAX FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM MEW
WINDOWS ARE 12 51W MIN. TO 36� MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
I -LESS.
6. QUS GN PRESSURE LIMITATIONS:
SIZE SL6CI��,_ uv jm��I,�mfjl I ABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD, OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPEC�VE SIM AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
m4x SEE TA13LE 3 FOR
�317P L FULL DP
WG. RAIL F-
(FULL DP)
HEAD 2
4
"BABOVEI�
MTG. RAIL
TABLE 8. KEY:
MAX PSF
(DP LIMITED) 11
Z]2
JAMB BELOW�1121
MTG. RAIL
(FULLDM�:-
_ I
JANIS BELOW[ 2 1
MTG. RAIL
f No, 58705
SEE TABLE 3 FOR
FULL OF
70
-0,'.. 8 TEO
MRLOFAUM.f� A, LFYLNP. 012±k P.E.
I-Nrsl-io 11 1 4040-20 G E # 58705
Ll LE�' �" -,- "-"- ' - — ' " ""' "
1-3/e MIN EDGE <�] EXTERIOR INTERIOR* WOC
kACON ANCHOR)_�� (ALL HEAD AND SILL DETAILS) T(SEE
-NOTE 1 & 3) 2x WOOD BU(
I (SEE NOTE
3.35 KSI MIN
CONCRETE
4�MINL
OPTIONAL Ix
WOOD BUCK
(SEE NOTE 3�
1.114" MIN. EDGE
1.314- MIN. EDGE Q
DETAIL A
DETAIL B
-DADE COUNTY, US E ONLY Ml ADF Co=
APPROVED 114� ELCO ULTRACONS OR 1/4-Sr4 CRETE-FLEX. MINIMUM M;D
IOR 1. FOR CONCRETE APPLICATIONS IN MIAMI IADI TANCEFR M
3) ANCHOR TO CCNGRETE EDGE IS 1314' FOR ULTRACONS INTO CONIC., 2AM'E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC.
—1- MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SC
1/4' SS4 CRETE-FLEX FOR DETAILS B & 0 OR 0.131-0 x 2-1/2' COMMON
S-07 Z (8d)) 8d PEN14Y SS ZINC COATEDCOMMON NAILS, TYPE I, SME
ONLY (SEE DETAILS E. F AND G THIS SHEET)
1318" 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 11T. ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
Ml t N. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
1 lr2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHIERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
ileTMAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MI NIMUM STRENGTH OF
6D63-T5 AND A MINIMUM OF IlW THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS.
SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045.
THICK. THE METAL STRUCTURAL MEMBER SMALL BE OF A SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
WOODBU . THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
EDGE (ULTRACON INTO CONC.) ENGAGEMENT 114TO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
EDGE (ULTJCRETEFLEX INTO CMU & CRETEFI_EX INTO CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1 318"
MIN.
114" MAX. SHlIM—al-41
CONCRETE ANCHOR.
FH BELOW MEETING
RAIL. (SEE NOTE 2)
3,35 KSI MIN. CONCRETE
t__4 OR 1.6 KSI MIN. CMU
Lu BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4'
2-1/2' EMBEDMENT MAX. �--5/8'MIN.EDGE
SHIM
WOOD FRAME
.131"CLA. MIN.
x 2 1/2"NA1,
AT CORNERS
AND 5"O.C.
2.112"
5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
6, FLAT HEAD ANCHORS, WHERE REQUIRED. MUST HAVE #12 TRIMFIT HEADS.
7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME IWO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE.
WOOD ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
lu
FRAME
.131"DIA. MIN.
x 2 li2"NAIL.
AT CORNERS
AND 5' OC�
L.131' DIA. MIN.
x 2 112" NAIL.
AT CORNERS
SHIM AND 5"O.C.
DETAIL F, (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
("') a.'mI
CERT.WA(fIll.�90
"4 "
Iw
M MAX.
, X
SHIM
M
5 5,11. M
1W MIN, EDGE
'0 D
WOOD FRAME
0
EMS M
2-112 rEMBEDMENT
DETAIL G, (SILL)
9mm I NTS 1 11 - 11
Fl�.
NO� 58705 -!'*S
UA E OF
1 �SIVA
'f" L
A. LYNq MUR. P.E
FL P.E.# 58705